general notes abbreviations drawing theme · contractor as builder construction and quality control...

GENERAL NOTES

SUBMITTALS STRUCTURAL DRAWING LIST

DRAWING THEME

ABBREVIATIONS

Consultant: Stamp: Project: Drawing Title: Project No.:

Sheet No.:

SOUTH DYKERIVERFRONT WALKWAY Drawn by:

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Date:

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no:

Revisions:

date: item:[email protected]

CONSULTING ENGINEERS

1661 West 5th AvenueVancouver B.C.Canada V6J 1N5

604 734 8822Facsimile

A Partnership of Corporations

604 734 8842Telephone

210130

2010-06-23 ISSUED FOR TENDER

GENERAL NOTES

S101

LETTERS OF ASSURANCE

SPECIALTY STRUCTURAL ENGINEER

TENDER DOCUMENTS

TEMPORARY AND ANCILLARY WORKSAND SITE SAFETY

SITE CONDITIONS ANDCONTRACTOR REQUESTED CHANGES

DESIGN BY CONTRACTORS

FIELD REVIEW BY GLOTMAN-SIMPSON


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210130


GENERAL NOTES

S102

CONTRACTOR AS BUILDERCONSTRUCTION AND QUALITY CONTROL

BUILDING ENVELOPE

VERIFICATION OF CONSTRUCTION BYOTHERS

GENERAL

DESIGN PARAMETERS

SECONDARY AND ARCHITECTURALBUILDING COMPONENTS


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210130


GENERAL NOTES

S103

MATERIALS CONSULTANT

SPECIALTY PRODUCTS USED IN DESIGNGEOTECHNICAL CONSULTANT

FOUNDATION AND SOILS WORK

STEEL PIPE PILES

CONCRETE MATERIALS


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210130


GENERAL NOTES

S104

STRUCTURAL DEFLECTIONS

STRUCTURAL STEEL


Sheet No.:


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210130


GENERAL NOTES

S105

SEE DRAWINGSS201, S501



PIER 01 PIER 02 LOOK OUT

SITE PLAN1:1500SEG/NAA


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210130


SITE PLAN

1:1500 S200

PIER 01 AT ZONE A & PIER 02 AT ZONE B PLAN1:50SEG/NAA

HSS

152

x152

x9.5

HSS

102

x102

x6.4

HSS

102

x102

x6.4

HSS

102

x102

x6.4

HSS

102

x102

x6.4

HSS

102

x102

x6.4

HSS

102

x102

x6.4

HSS

102

x102

x6.4

HSS

152

x152

x9.5

HSS

152

x152

x9.5

HSS

152

x152

x9.5

HSS

152

x152

x9.5

HSS

152

x152

x9.5

HSS

152

x152

x9.5

HSS

152

x152

x9.5

HSS

152

x152

x6.4

HSS 152x152x9.5

HSS 152x152x9.5

HSS 152x152x9.5

HSS

76x7

6x6.

4

HSS 76x76x6.4

HSS

76x7

6x6.

4

HSS 76x76x6.4

HSS

76x7

6x6.

4

HSS 76x76x6.4

HSS

76x7

6x6.

4

HSS 76x76x6.4

8 EQUAL SPACES 6 EQUAL SPACES

STEEL GRATINGBY OTHERS

PILE BY OTHERSTYPSEE GEOTECH.

1S501

ELEV

1S501

ELEVOPP

3S601

3S501

2S501

ELEV

HSS 76x76x6.4

HSS 76x76x6.4

HSS 76x76x6.4

HSS

76x

76x6

.4

HSS

76x

76x6

.4

HSS

76x

76x6

.4

300MAX

± 11000 SEE ARCH ± 8000 SEE ARCH

± 46

00 S

EE

ARC

H

± 25

00 S

EE

ARC

H

450

450

2S601

TYP

ALL MEMBERS HD GALVANIZED

PIER # 01CONNECTED TO TIMBERPILES AT SHORESEE 2/S602


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210130


1:50 S201

LOOK-OUT AT ZONE A PLAN1:50SEG/NAA

W310x79

HSS

152

x152

x9.5

HSS

152

x152

x9.5

HSS

152

x152

x9.5

HSS

152

x152

x9.5

HSS

152

x152

x9.5

HSS

152

x152

x9.5

HSS

152

x152

x9.5

HSS

152

x152

x9.5

HSS

152

x152

x6.4

HSS 152x152x9.5

HSS

76x7

6x6.

4

HSS 76x76x6.4

HSS

76x7

6x6.

4

HSS 76x76x6.4

HSS

76x7

6x6.

4

HSS 76x76x6.4

1S502

ELEV

3S502

ELEV2S502

ELEV

STEEL GRATINGBY OTHERS

± 46

00 S

EE

ARC

H

300MAX

300

MAX

± 25

00 S

EE

ARC

H

± 8000 SEE ARCH

8 EQUAL SPACES

1S602

450

450


HSS

152

x152

x9.5

SEE GEOTECH.


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210130


LOOK-OUT AT ZONE A PLAN

1:50 S202

BOTTOM CHORD HSS 152x152x9.5

TOP CHORD HSS 152x152x9.5

HSS 76x76x6.4DIAGONAL TYPCf=Tf=150kN

HSS 76x76x6.4VERTICAL TYP U/NCf=Tf=50kN

PILE BY OTHERS

PILE BY OTHERS

HSS 152x152x9.5Cf=Tf=150kN



SLIDINGCONNECTION

2S601

1S601

1-

ELEVATION1:50SEG/NAA

2-







4 EQUAL SPACES

8 EQUAL SPACESSEE PLAN FOR SPACES

2S601

3-

SECTION1:50SEG/NAA

TOP CHORD-SEE 1/-

BOTTOM CHORD-SEE 1/-

SIDE DIAGONAL-SEE 1/-TYP

FLOOR BRACE-SEE PLANTYP

SIDE VERTICAL-SEE 1/-TYP

SEE

AR

CH

.13

50 M

AX.

3-


RETAINING WALLBY OTHERS

PIER # 01CONNECTED TO TIMBERPILE AT SHORESEE 2/S602


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210130


1:50 S501

1S202






HSS 76x76x6.4DIAGONAL TYP

HSS 76x76x6.4VERTICAL TYP U/N

2S202






HSS 76x76x6.4DIAGONAL TYPCf=Tf=50kN

HSS 76x76x6.4VERTICAL TYP U/NCf=Tf=50kN






3S202




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210130


LOOK-OUT AT ZONE A ELEVATIONS

1:50 S502

TYP

TYP

TYP

76 CLR

50CLR.

900

FRO

ST D

EPTH

SEE

GEO

TEC

HN

ICAL

900 xTO SUITx 900 HIGH MIN.

15M@300 H2E E/WTOP & BOTTOM

STAINLESS STEELPOLISHED PLATE GLUEDTO BOTTOM PLATE

TEFLON LAYER GLUEDTO TOP PLATE

20x250x250 PLATE20x600x600 PLATEC/W 8-20Ø x 150 NELSON STUDS

1S201

SLIDING CONNECTION AT DYKE SIDE AT PIER 021:10SEG/NAA

TYP

20x250x250 PLATESHIM AS REQUIRED

25 PLATE

25TYP

TYP

TYP

TYP

PILE BYOTHERS

2S201

SECTION AT PILE CONNECTION1:10SEG/NAA

HSS BEYOND

3S201

DETAIL CONNECTION1:10SEG/NAA

TYP

WP

HSS -SEE PLAN


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210130


SECTIONS AND DETAILS

1:10 S601

20x250x250 PLATESHIM AS REQUIRED

25 PLATE TYP

TYP

PILE BYOTHERS

1S202

SECTION AT W BEAM CONNECTION1:10SEG/NAA

25TYP

Vf =

100

kN

HSS -SEE PLAN

20x250x250 PLATESHIM AS REQUIRED25 PLATE

25TYP

TYP

TYP

TIMBER PILESEE GEOTECH.

2-

PIER # 01 - CONNECTION TO TIMBER PILES AT SHORE1:10SEG/NAA

HSS BEYOND

TYP

20 GALVANIZED PLATEBENT TO MATCH PILEC/W 12-19Ø x150 LONGGALVANIZE LAG SCREWS


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210130



1:10 S602

375

325

300

250

2100

2100

1800

1350

20mm CHAMFER

NOTES:- DESIGN FOR WIND LOAD OF q100=16.0 PSF

POLE SIZE PILASTER SIZECIRCLE SPACING BOLTS

ANCHOR MINIMUM BOLT

FINISH GRADE

MIN

IMU

M P

ILAS

TER

EM

BED

MEN

T

SEE TABLE FOR VERT REINF

- ANCHOR BOLTS TO BE A307 MIN

MINIMUM PILASTEREMBEDMENT

- DESIGN WIND FORCE CALCULATED AS PER FIGURE I-24 IN SUPPLEMENT TO THE NBCC 2005- SQUARE PILASTERS TO BE FORMED

SEE

TAB

LE

BOLT CIRCLE SPACING SEE TABLE OR AS PER MANUFACTURERS SPECIFICATIONS

LAMP STANDARD BY OTHERS SEE TABLE FOR SIZE

ANCHOR BOLTS TO BE A307 BOLTS - SEE TABLE FOR SIZE AND SPACING

CONC PILASTER SEE TABLE

10M TIES @ 300C/W 3 TIES @ 75 TOP

FREE DRAINING GRANULAR FILL COMPACTED TO 95 % STANDARD PROCTOR DENSITY AND TO THE APPROVAL OF GEOTECHNICAL ENGINEER

MINIMUM ALLOWABLE SOIL BEARING PRESSURE 2500 PSFGEOTECHNICAL ENGINEER TO CONFIRM ON SITE

110 x 110 x4000 HIGH

135 x 135 x6000 HIGH

135 x 135 x7500 HIGH

150 x 150 x10500 HIGH

710 DIA SONOTUBE OR 510x510 SQ. R/W 8-20M VERTS




4-20 DIAx 550 LG.

4-20 DIAx 750 LG.

4-25 DIAx 900 LG.

4-25 DIAx 900 LG.

1-

TYPICAL LAMP STANDARD BASE DETAILNTS GSC-LSC2A-4 / SEG/NAA

- GROINED SOILS (WITH SPT < 1) -SEE GEOTECHNICAL REPORT- SOIL BEARING CAPACITY = 15 kPa

PILASTER 900x900R/W B15M@300 VERTC/W 10M TIES @300 + 3-10MTIES @75 EXTRA TOP

FOOTING 1800x1800 x300 DPR/W B15M-H2E@300 E/W TOP& BOTTOMS

EEA

RC

H.

ANCHOR BOLTS-SEE TABLE

450

MIN

.S

OIL

300

DP

FOO

TIN

G

600

DP

REI

NFO

RC

EDLI

GH

T W

EIG

HT

FILL

SEE

GEO

TEC

HN

ICAL

REP

OR

T

NAT

UR

ALS

OIL


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210130



AS SHOWN S603

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